HomeMy WebLinkAboutProduct Approval 4'
SCREEN ® 2X2 POST.046 OR GREATER
HINGE LOCATIONS
I�
DOOR FULL Z OR
I DOOR JAM STANDARD DETAIL
0"to 36"
2 HINGE DOOF�"/
EACH DOOR IS SCREWED INTO UPRIGHTS WITH#10 1" 6"FROM ENDS 24"O.C.
ATTACHMENT DETAIL
CUSTOM WINDOW
ALUMINUM FRAME
WINDOW
A 1X2 ATTACHED TO 2X3 TO MAKE 2X4
UPRIGHTS W/410 2"6"FROM ENDS 24"O.C.
#1012"6"FROM ENDS
0 24"O.C.ON ALL SIDES
TO ALUMINUM FRAME ZI
-0 #10 1"THRU FACE 6"FROM ENDS -
24"O.C.ON ALL SIDES TO ALUMINUM
FRAME _
NDESIGN.COM. DESIGN STATEMENT MICHAEL THOMPSON
METAL IS.046 THICKNESS OR GREATER,ALLOY IS 6005-T5 4401 VINELAND ROAD
NDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8"EMBEDMENT DEPTH SJITE A6
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014(5TH EDITION) ORLANDO, FL 32811
,O OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI-OPEN STRUCTURES AND SHALL WITH STAND ULTI U- �IND�
SPEEDS OF 150 MPH(FOR 3 SECOND GUSTS)NOMINAL SPEED 117 MPH UP TO A 15FT ROOF HEIGHT,FACTOR OF 1.0,AND EXPOSURE C 1 SK CATEGORY II.
CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE,FABRICATION AND CONSTRUCTION ' � r 4750.9
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS A93093 0
Florida Building Code Online Pagel of 2
traitor COPY'
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Product Approval Menu>Product or Aoolicatlon Search>Aooliration Lis[>Appllcatfon Detail
FL# FL153-R5
Application Type Revision
Code Version 2014 "
Application Status Approved
Comments
Archived Cl
i VV
Product Manufacturer Custom Window Systems Inc. '
Address/Phone/Email 1900 SW 44th Avenue n Y
Ocala,FL
(352)368-6922-6922 Ext 255 i r`,1h11,`sJ1`,
sbrooks@cws.cc /
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc'
I
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 2911
jlathrop@cws.cc
I
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
® Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL153 R5 COI EvalReo CWS-171E(HS-5600).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/101/IS2/A440-05 2005
ASTM E1300-04 2004
i
Equivalence of Product Standards
Certified By
Sections from the Code
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/07/2015
Date Validated 04/08/2015
Date PO*.g FBC Approval 04/12/2015
Date
_j
fp?p d 06/22/2015
S/4-ry f Products
JFL V 1 1 Model,Number or Name Description
15600 XX Horizontal Sliding Window 5600 XX Horizontal Sliding Window
Limit'sA Use Installation InIstructions
LAPP ved for use in HVHZ.No FLIS3 R5 II CWS-171E(HS-5600).r)df
v for use outside HVHZ:Yes Verified By. Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure;+35/-35 Evaluation Reports
Other:5600 Horizontal Sliding Window(previously known FL153 R5 AE EvalRej)CWS-171E'(HS-5600).I)df
as HS-6200)HS-C35 72x72.Glass conforms to ASTM Created by Independent Third Party:Yes
E1300-04.
FEE [Next
Contact Us 2601 Blair Stone Road. Phone:850A87-1
ght 2007-01 State of Florida. Privacy Stateme ::Accessibility StatementRefund Spatemerrt
The State of Florida Is an AAJEEO employer.Coov& I
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response'tD a publk-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850A87.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,1 F.S.must provide the Department with an email address if
they have one.The emalls provided may be used for official communication with the licensee.However email addresses-are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please dick tim.
Product Approval Accepts: I
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION Vendor Material 3 1W 3 3/8" CONSTRUCTION a2g
1 S-1362 Fr.,HS,OSM,Head Keymark Alum (9m.0
WINDOW SYSTEMS
2 H-1495 Fr.,HS,OSM,Sill Keymark Alum 1900 SW 44TH AVE.
3 S-1466 Fr.,HS,OSM w/Spline Grome,Jamb Keymark Alum OCALA,FLORIDA 34474
4 5-1384 Fr.,HS,OSM w/Spline Groove,Head Keymark Alum 2 5/8" 4 2 5/8" 1 WWW.CWS.CC
5 M-1496 Fr.,HS,OSM w/Spline Groove,Sill Keymark, Alum 1 1/15,
6 S-1467 Fr.,HS,OSM,Jamb Keymark Alum 5600 ALUM.
a S-1307 IPanel,Top Rall,HS,(I.G.) Keymark Alum HORZ.SLIDER XX
9 S-1021 Panel,Bottom Pall,HS,(LG.) Keymark Alum OSM SPLINE GROOVE HEAD-1384 OSM HEAD-1362 FRAME JAMB PROCESSED AND NON-IMPACT
SCREWED TO HEAD AND SILL.
10 H-1017 Panel,Lockstile,HS,(I.G.) Keymark Alum 3 1/4- --I - I
11 H-1317 Panel,Interlock,HS,(LG.) Keymark Alum 33/8 PANEL CORNER 10
12 S-1340 Panel,Top Rail, ,(S.G.) CONSTRUCTION
Keymark Alum
13 S-1345 Panel,Bottom Rail,HS,(S.G,) Ke mark Alum
14 H-1365 Panel,Lockstile,HS,(B.G.) Keymark Alum LU LL LL W
0 Lu wo
15 H-1366 Panel,Interlock,Hs,(S.G.) Keymark Alum 21 16' 1/16" 2 15/16" 1/16*
1116
8
0
1 1
12
13 WF7 2-J
5/ 5/16T
I co
16 S-1359 Screen Retainer Keymark Alum W z
M Lu 0 5 L)
17 P3394 Giz.Bd.,"Marine Glazing',3116"Glass ccc 0 0
18 P-3206 Giz.Bd.,"Marine Glazing",518'Glass Lu S2
19 1 P-3256 6200 Jamb/Sill Gasket jr z z cc 0 X
HOP OSM SPLINE GROOVE SILL-1496 OSM SILL-1495 W Z
PANEL SIDE RAILS PROCESSED CL 0-
20 1 P-3398 Open Cell Pad HOP AND SCREWED TO TOP AND cr
21 P-3308 Wstp.,.310 x.270 Back,Fin,Black Soft Touch Center Fin Ultmfab 1 15/16' 1 5/16"— BOTTOM RAILS. U)
L)
7/8'—
22 P-3309 Wstp.,.310 x.187 Back,Fin,Black Soft Touch Center Fin Ultrafab 7/8'--" R cu�Yc 5. a. W
23 P-331 1-R Wstp.,.320 x 1.25"Back,No Fin,Grey(Dust Plug,2'Strips Ultrafab
a 0 M 0
24 P-3402 Wstp.,.530 x.115 Back,Fin,Black Soft Touch Center Fin, Ultrafab L 9 H wl
25 P�3215 45 Degree Weep Cover M&M
Nylon 3 7/16" 3 1/4" 2 5/8' 2 'tjDREW
..........
1/16" E N&'-.
s"Ki .*_ "".
27 P-3270 Keeper,(5200/6200) Int Die Ca.- ZInc '/1' 1" %,j e %
Z,: No 58201 l.P
28 P-3602 Window Roller(520016200) At Comp. Nylon L . :
26 P-3265 Handle,Lock(6200/6200) Sullivan Zinc M1 1/16" CU
29 P-3609 Window Bumper BOT RAIL-1345 BOT RAIL-1021 er
30 P3504 114-20 x 1/2"Phillips Truss MS SS,Screw Fastenal Steel OSM JAMB-1467 OSM SPLINE GROOVE JAMB-1466 ZIP STATE OF -.4u$
%0
31 P-3505 #10 x l'Phillips Truss Tapping Type A,18-8 SS,Screw Fastenal steel
$'%4 OR JO N
32 P3612 #8 x 1'w/1/4"Lead Pan Hea—cl-Quadie-R—Self Tapping Type-A-Fastenal- Steel -718— 7/8-
33 P-3537 #8 x 1 1/2'Panhead,SS FastenaJ Steel I
34 P-3881 Temporary Lbl.(NFRC(DP) �IRC7FM T 1017-
. - 1 4/3/2015
35 P-3613 CWS Lbl(logo 1 13 L16' 11116" 1/16" 13/8" —1/16- 1 31W LUCAS A.TURNER,P.E.
36 Glass,See Sheet 3 111 6" 1
39 P-3226 Flat Spline(for Frame w/Spline Groove) 'eamPlasti, Rubber L15 I L6 I I I t—._ FL PE#58201
1239 JABARA AVE.-
40 P3228 .165 Round Screen Spline(for rolled screen) Dapa Foam TOP RAIL-1340 TOP RAIL-1307 PANEL INTERLOCK-1366 INTERLOCK-1317 NORTH PORT,FL 34288
41 P3029 Screen UR(Retractable Lift Tab) Summit I 1/ 11 PH.941-380-1574
42 P-3033 Screen Spring(Flat Tension) FlaSpring 2 1/8"_ 14t� 2" SHEET DESCRIPTION:
43 P-3321 Screen comer Key Allmetal 130 1 1 BOM AND EXTRUSIONS
44 P-3333 Screen Frame AlImetal 1116'
DRAWNSY., DATE:
1/16"
LOCKSTILE-1365 LOCKSTILE-1017 SCREEN RETAINER-1359 ADE 05/07/08
DWG_# REV.:
['LINE ITEMS NOT USED: GWS-171 E
3!
L -38 :AL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
7,37 NOTE: SCALE: SHEET
12 4 OF 6
r . r •1- •
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I Florida Building'Code Online
i ll ► I� " AAMA/101/I.S.2-97 [ 1997
ASTM E 1300-04 2004
ii
Equivalence of Product Standards
t Certified By
s
Sections from the Code
Product Approval Method Method 1 Option D
i
i
Date Submitted 12/01/2011
Date Validated 12/16/2011
Date Pending FBC Approval 12/21/2011 i
Date Approved 01/31/2012
.y I
(ita; d�}.Try`y�.py�{�. ✓ 7 Ar 'o,�"..1,`a t r yr t``a,...�.A�CYka„_ua:n�$ st4''-Zs y., �.f °
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a. .e :a'w+*•.-..'-4...-�:...¢1u.iia"'r:F+Y +^� u..-,. ,.F.a+.v a. a..t.cs..ru..yv.x:3nu.Y>u':.L'» t .-
_ _
161.2 IGuardlan Hinged Door Guardian Hinged Door w/Glazed Insert(Operable or Fixed).
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI 161 R4 IIS CWS-1760(Guardian Doorl odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+40/-40 Evaluation Reports
Other:Not for use in HVHZ. Primarily used with Screen Rooms. FI 161 R4 AE EvalRep GWS-176 (Guardian Door).odf
Created-by Independent Third Party:Yes
i'61',2 Guardian,Hinged Door:::; _, t .:'Guardldrt�Hinged Door wJ,'Solid Core
Lrtriits of Use InstallaLen Instructions s) x e.
Approved for use in.HVHZ No s FLI6Y R4 II I'CWS-2476{ �ardlan Door no alaodf
ApjirovedfoiuseoutsrdaHVHZ Yes n. Verified By. WeasA Turner,58201
Impact Resistant.No Created by IndependentThtrdaParty Yes
s a Evaluatiot:Reports. i k
Design Pressure +4U/40
Ottier Not for use to,tiVtlZ Primarily used with Screen,Rooms �1 R4 A �valR CWS=g26( =ardian o6r no aiaasl odf
Irl¢eperdentThird
i
Contact Us:; 1940 North Monroe StreetTallahassee FL 32199 Phnne:850-487-1824
The State of Florida is an AAJEEO employer.rnnvriaht 2007-20+3 State of Florida.::privacvlStatemeM:;Accessibility Statement::Rarund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request do not
send electronic mail to this entity.Instead,contact the office by phone or by traditional maiLl If you have any questions,please contact 650.487.1395.
Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are
public record.If you do not wish to supply a personal address,please provide the Department1with an email address which can be made available to the
public.To determine if you are a licensee under Chapter 4551 F.S.,please dick lid.
Product Approval Accepts:
® etre-
sectlrl "6tE'mes.
4
i
iSVIfiDw°lo3d[128j2013 10:09:50 AM)
http://floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlO45csMGIoEpo6vhN0/
PWME DOOR ELEVATION (NON-IMPAC
ALUMINUM NO PACT REQUIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT
37,250 EDITION.
OVERALL WIDTH 2,GLAZING OPTIONS:(SEE SHEET 3)
FRAME OPENINGING............ 3.CONFIGURATIONS: OUTSWING,LEFT OR RIGHT HINGED.
Nt 4,ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR
DOOR CORE ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
A S.DESIGN PRESSURE RATING(SEE BELOW);
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300.
S.NOT APPROVED FOR IMPACT RESISTANCE IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7 sm"
HINGE 7.ALL FRAMES SCREWED TOGETHER,SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS.
37114" 1
1 1——1 8.REFERENCE TEST REPORTS:NCTL-210-3251-1
01,000
OVERALL 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-T5
HEIGHT ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF O. '.STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED
HitNEG0.045'.LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS.
B IB
FRAME
OPENING
HEIGHT
9.7116"
79"
DOOR
RE DESIGN PRESSURE RATING
HINGE +40.0 PSF
Y-w
HINGE
C_IUPDATED PER 2010FBC —:�l Of,7/11 TEF
LUCAS A.TURNER,FL P.E.5e201 8 JADDED VENDOR COLUMN TO PARTS LIST 03113/09
ytitttitttttt
Iw.
Rs
TABLE OF CONTENTS g No 58201 �% 1900 SW 44TH AVE.
GENERAL NOTES................................1 a
OCALA,FLORIDA 34474
Z
ANCHOR SCHEDULE&NOTES..........2 2011-11-3010.04-06:00
GLAZING DETAIL.................................3 z GENERAL NOTES
5p9SECTION VIEWS.................... 4SFATE OF SERIES: RAWN BY: E:
EXTRUSIONS a S.O.M.........................s PROPRIEtARY AND CONFIDENTIAL 11130111 1000 ADE 03/13/2009
INSTALLATION DETAIL ..............6-7 '*............ E:
THE INFORMATION CONTAINED IN THIS DRAWW IS THE SOLE PROPERTY OF CUSTOM MODEL: GWS-178
—
VANDOWSYSTEMS,INC-ANY RFPRODUCTIONIIN PART OR AS Av"iOLF THOLITTHr
wi GUARDIANDOOR I": NTS Fu
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PRONOrTED. It lopipall rEV.LETTER: FHEET: 1 OF 7
INSTALLATION ANCHOR,TYP.
12 314"MAX.0
�� (SEE NOTE 2)
6.MAX
6" MAX.
I -V--'
Ir MAX D.C. rD G
7
H E INSTALL TWO#10 ANCHORS THRU
7 6 STRIKE PLATE AND DEADBOLT STRIKE
INSTALL ONE#10 ANCHOR THRU PLATE INTO SUBSTRATE(SEE SHTS 6,7)
EACH HINGE INTO SUBSTRATE
(SEE SHTS 6,7)
NOTES:
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4!'. USE SHIMS WHERE SPACE
GREATER THAN 1116"IS PRESENT.
GLAZED WINDOW FRAME
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED. (SEE NOTE 7)
4.3116"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114"INTO MASONRY
THRU FRAME OR THRU I BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2112",IN ANY DIRECTION,SHALL BE ACHIEVED.
5.#10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 lir INTO 2 BY WOOD
BUCK. A MINIMUM EDGE DISTANCE OF 6116",IN ANY DIRECTION,SHALL BE ACHIEVED.
S.#8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCKIDEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. C F
EMBEDMENT OF 1318"INTO 2 BY WOOD BUCK.A MIN.EDGE DISTANCE OF 112"SHALL BE ACHIEVED IN EITHER DIRECTION. 6 7
7.#10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE wt
IN TUBE FRAME INSTALLATION.
8.GLAZED WINDOW FRAME ATTACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT
NC7L-210-3251.1.ALL GLAZING IS TEMPERED GLASS ONLY. ANCMR LAYOUT-(FLANGEl
9.SEAL CORNERS WITH-SMALL JOINT SEAM SEALANT.
10.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. C UPDATED PER 2010 r-sc 10/17/11 TEF
11.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13109
12,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ON gOREtV
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 6=0.55(SOUTHERN PINE OR GREATER)
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, 0,;' se'Ry 4 ons
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER).
No 58201 �P 1900 SW 44TH AVE.
D.ALUMINUM-6063-76(OR GREATER)
OCALA,FLORIDA 34474
13.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE TITLE: ANCHOR DETAIL& CITES
WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:
STAEs: HAWN 8Y
03113/2009
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMAWDMA 250(BOX WINDOWS), 1000 ACE
FMAIAAMA/WDMA 300(EXTERIOR DOORS). 11/30/11 0 f-t
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ..I X GUARDIAN DOOR CCALe. NTS rO.NU.:CWS-176
WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR AS A WHOLE IT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. rEV.LETTER: c FmEtr: 2 OF 7
1 2 14 k--A
12 1 INTERIOR 10
1 13 8 c
11E] mo
3 E)
14 14
20 4
4 EXTERIOR
20 3
EXTERIOR INTERIOR
SECTION B-B
A
NOTE:ITEMS NOT SHOWN FOR CLARITY
i,3,5,7,9,11,17LI9,21,22,2441,36,37
C:JUPDATED PER 2010 FBc 10/17111 TEF
LUCAS A.TURNER,FL P.E.88201B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09
ALT.THRESHOLD(11,86) ALT.THRESHOLD(1126) "01 V40REW
J
WINDOWS DOORS
No 58201 P 19013 SW 44TH AVE.
6 (1193) t*- )CALA,FLORIDA 34474
'ITLE:
SECTION VIEWS
S'P% STATE OF 'ERIES: - - :)RMN BY: 12009
1000 ADE E� 03113
PROPRliETARYAND COWDEML 11/30/11 AODEU 5UALW
THE INFORMATION CONTANEO IN THE OPAMW IS THE SOLE PROPERTY OF CUSTOM ........... GUARDIAN DOOR Ev.LEnNNTS CWS-176
SECTION A-A WINDOW SYSTEMS,INC.ANY REPRODUCTION I N PART 0 R AS A WHOLE WITHOUT THE •
1,
0
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS.INC,IS PROMBITED. sort flat
ITEM# CWS# DESCRIPTION VENDOR MATERIAL 23/8"
1 S-1377 HEAD,Z BAR,OUTSWING KEYMARK ALUM
3 S-1374 JAMB,ZBAR,OUTSWING KEYMARK ALUM 1/16"
5 S-1186 THRESHOLD KEYMARK ALUM I 25/B"—.{I
6 S-1193 SADDLETHRESHOLD KEYMARK ALUM 1 113!16" -"I 1/16" I
7 S-1128 BUMPER THRESHOLD KEYMARK ALUM
8 H-1001 DOOR CORE KEYMARK. ALUM 1@OUTSWING
,, 5"
9 S-1002 CORNER KEY KEYMARK ALUM HEAD S-1377
10 P-3008 HINGES !DEAL SS 4 1l4" OUTER FRAME ADJUSTABLE SWEEP S-1300
11 P-3376 POP RIVET HUB SS ASSEMBLY
12 P-3280 DEADBOLT-3127-/W DELANEY SS 23/8"
13 P-3280 LOCKSET-3127-A-Q DELANEY SIB
14 P-3302 WSTP..330 x.187 FIN,BLACK SOFT TOUCH ULTRAFAB
15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB
17 P-3087 GASKET,DOOR KNOB PRATT IND. FOAM
18 P-3204 GASKET,DEADBOLT HO PRODUCTS FOAM DOOR CORE-H-1001
19 P-35B4 FOAM CORE ELITE l
24 P-3639 6x3/4,QUAD PAN TEK FASTEC STEEL OUTSWING JAMB S-1374
25 P-3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM PANEL FRAME
26 P-3350 FOAM BLOCK,FILLER METALS USA ASSEMBLY
28 P-3369 CYLINDER,DOOR PLUNGERYALE SS 2
29 P-3370 ICYLINDER,DEAD BOLT YALE SS
31 P-3631 8 x318 PHIL FLAT SMS FASTEC SS 7
—3 3/8" 3 7/16"
32 P-321.4BUGSWEEP TEAM PLASTICS PLASTIC 1/18"—� 6
33 5-1300 ADJUSTABLE SWEEP KEYMARK ALUM
34 P-3367 DOOR STRIKE YALE SS 905
35 73368 DEADBOLTSTRIKE YALE SS _13/16"
36 P-3612 8 xl-1/4 QUAD PAN W/1/4"LEAD FASTEC ISTEEL @) 1/8" BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193
37 P-3776 BACKER PLATE ALCOA ALUM
6 IAA
2 15/16°
1116"
6
ALL ALUMINUM EXTRUSIONS ARE 6083-T6 1 1/2"
CORNER KEY-S-1002 STANDARD THRESHOLD 5-1186
C UPDATED PER 2010 FBC 10117/11 TEF
LUCAS A.TURNER,FL P.E.68201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09
- 11411111111"
, �P13DREW T��i�i
,.JGP°;.��cENSFy•P21��7. WIND�ORS
v No 58201 •�P: 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
TITLE'
V. '¢� EXTRUSIONS&B.
Z'Z 33 STATE OF .w:
'.i0A•.�A J1v ES: BY: ATE; 03/13/2009
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUPROPRIL'rARYAND CONFIDENTIAL STOM ,,���S�........LOP Q\��, AODEL: 1000 c ADE Q D.
WRITTEN PENM981ON OFFCCUSTOM WINDOW SYSTERMsifRJC�ISPROMIBITED,HO�THE ,";.. ONA„� ,��� GUARDIAN DOOR �LE�NTS T CWS-176
C 50F7
SCREEN ENCLOSURE 1/4" MAX.SHIM
MEMBER BY OTHERS [B[
[A[ SCREEN ENCLOSURE
MEMBER
1 MBER BY OTHERS DOOR FRAME
JAMB INTERIOR
INSTALLATION ANCHOR,
#10 DIA.SMS ANCHOR.
INSTALLATION ANCHOR, IFI
#10 SMS.
[Fl
SEALANT BEHIND FLANGE DOOR FRAME o
BYINSTALLER HEAD
Y�"•v, INSTALLATION ANCHOR, EXTERIOR
SEALANT BEHIND FLANGE #8 SMS THRU HINGE
BY INSTALLER (1 ANCHOR/HINGE) IF[
EXTERIOR FINISH PERIMETER SEALANT
BY OTHERS. BY INSTALLER.
�H1 HINGE SIDE DETAIL
7 ALUMINUWI..tL TUBE
- 1/4" MAX.SHIM
[B[
DOORFRAME
' JAMB SCREEN ENCLOSURE
INTERIOR MEMBER BY OTHERS
[A]
EXTERIOR INTERIOR
REFERENCE NOTES:
STRIKE PLATE SCREW
#8 X 1 1/2"FH SMS IF] [A]SEE NOTE 9,SHT 1
[BI SEE NOTE 283•BHT 2
DOOR FRAME [C[SEE NOTE 4,SHT 2
,n SILL [DI BEE NOTE 5,BHT 2
--- �- BHT 2
IF]SEE NOTE 7EJ SEE NOTE 6�,BHT 2
INSTALLATION ANCHOR,
#10 SMS ANCHOR
-
-INSTALLATION ANCHOR, — -- - -EXTERIOR
SCR - -- -- - --IE] -- _
DIA.CONCRETE SEALANT BEHIND FLANGE
[SCC[REW ANCHOR. BY INSTALLER
SEAL OR SET SILL IN GLAZED WINDOW FRAME ATTACHMENT -- - -
El UPDATED PER 2010 FBC - 10/17/11 TEF
CONCRETE OR MASONRY, (SEE NOTE 7,SHEET 2) LUCAS A.TURNER,FL P.E.50201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09
PERIMETER SEALANT li1p11111101",
BY OTHERS. �1 LOCKING SIDE DETAIL ��0 WREty-!-Pi�
r 0 7 UMINUMISTEEL TUBE �� P T
4z�GQ?..��C E N8F �.�� 1waDows DOORS
1114"_MIN.EMBEDMENT • r v►�' .Jj: No 58201 :�T,1: 1900 SW 44TH AVE.
[C[ �_ r °. CONCRETE OR MASONRY * *S OCALA,FLORIDA 34474
c v r v v :v :v o.• BY OTHERS. y ' o'y -� TLE' INSTALLATION DETAIL-ALUMINUM TUBE
I f' :pt•
STATE OF .•w+
2-=MIN.EDGE DIST.— id a a ��u21%, �: RAWNB1000 : ATE: 03/13/2009
ICI
WINDOW SYSTEMS,NC.ANY REPRODUCTION IN PART OR AS AWHOLEWITHFOUi1HE Y AND CONFIDENTIAL 11/30111 ,, �•rrrrr �(.`0 ,, JOEL: GUARDIAN DOOR scALe; NTSE G.NO.:CWS-176
C (2)VERTICAL SECTION F O R
7 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ,��FfOjjj 161-4 01 EV•ATTER C 7 OF 7
-----� --------, -----�
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT
SEE TABLE i
SUBSTRATE BY OTHERS MIN.EDGE DIST. WINDOW SYSTEMS
SEE TABLE 1 SEE TABLE 1 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
MIN EDGE DIST. www.cwS.Cc
PERIMETER SEALANT SE�TABLE 1 1/4" MAX.SHIM
BYINSTALLER —1
INSIDE AND OUT INTERIOR. 5600 ALUM.
INSTALLATION ANCHOR-1. HORZ.SUDtR XX
SEE TABLE 1 NON-IMPACT
SEALANT BETWEEN 1/4" MAX SHIM
SUBSTRATE AND MIN.EMBEDMENT
FIN BY INSTALLER SEE TABLE 1
SUBSTRATE BY OTHERS 12 11 ii
PERIMETER SEALANT BY INSTALLER
ifiNSIDE AND OUT cf)
SEALANT BETWEEN SUBSTRATE INSTALLATION ANCHOR X 0 -
AND FIN BY INSTALLER SEE TABLE 1 UJ , 8 �F Lb
SEALANT BETWEEN DL CL
1/4" MAX.SHIM T TYPICAL JAMS ANCHORAGE o d .0 0 CL
FIN BY INSTALLER MIN.EDGE DIST.
INSTALLATION ANCHOR D 1 Z) =) a
PERIMETER SEALANT
BYINSTALLER
SUBSTRATE BY OTHERS
SEE TABLE 1 No 58201 �P
MIN.EMBEDMENT
SEE TABLE I :cr-
A-\-VERTICAL SECTION
msit
413/2015
LUCAS A.TURNER,P,E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TABLE 1:APPROVED INSTALLATION FASTENERS INSTALLATION DETAILS
SUBSTRATETYPE ANCHOR TYPE I FAIN.EMBEDMENT I MIN.EDGE DIST. DAAWN BY: - DATE:
16 GAUGE(0.060')MIN.STEEL #10 GRADE 5 SELF-TAPPING I FULL THREAD 1/2, DWG#: —-REV—..
(33 KSI YIELD MIN.)OR ALUMINUM(6063-T5 MIM) DRILLING SCREW THRU 0.060" CWS-171 E
SCALE: SHEET
-
_
°tee
y '1 -�Pl 1 � ,
_ z�
IT L 12 ��W